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Keyphrases
Primary Consolidation
100%
Total Settlement
100%
Clayey Soil
100%
Nonlinear Creep
100%
Secondary Compression
66%
Time Method
66%
Hong Kong
33%
Oedometer Test
33%
Creep Behavior
33%
Coefficient of Consolidation
33%
Nonlinear Relationship
33%
Soil Mass
33%
Graphical Method
33%
Curve Fitting Method
33%
Taylor Method
33%
Primary Consolidation Settlement
33%
Secondary Consolidation Settlement
33%
Cohesive Soil
33%
Secondary Settlement
33%
Secondary Consolidation
33%
Marine Clay Soil
33%
Inflection Point Method
33%
Engineering
Primary Consolidation
100%
Secondary Compression
66%
Conventional Method
33%
Linear Relationship
33%
Soil Mass
33%
Point Method
33%
Primary Consolidation Settlement
33%
Inflection Point
33%
Secondary Consolidation
33%
Secondary Consolidation Settlement
33%
Fitting Curve
33%
Oedometer Test
33%
Cohesive Soil
33%
Earth and Planetary Sciences
Cohesive Soil
100%
Oedometer Test
100%
Graphical Method
100%
Hong Kong
100%
Inflection Point
100%
Mathematics
Nonlinear
100%
Nonlinear Relationship
50%
Graphical Method
50%
Curve Fitting
50%
Inflection Point
50%